CN1357073A - Container for prefabricated transportable builidngs - Google Patents
Container for prefabricated transportable builidngs Download PDFInfo
- Publication number
- CN1357073A CN1357073A CN99813500A CN99813500A CN1357073A CN 1357073 A CN1357073 A CN 1357073A CN 99813500 A CN99813500 A CN 99813500A CN 99813500 A CN99813500 A CN 99813500A CN 1357073 A CN1357073 A CN 1357073A
- Authority
- CN
- China
- Prior art keywords
- container
- fixed
- framework
- building
- foundry goods
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 claims description 6
- 239000002184 metal Substances 0.000 description 12
- 238000005266 casting Methods 0.000 description 11
- 238000009432 framing Methods 0.000 description 11
- 239000000463 material Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000012856 packing Methods 0.000 description 4
- 230000001681 protective effect Effects 0.000 description 3
- 238000000465 moulding Methods 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 208000028804 PERCHING syndrome Diseases 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pallets (AREA)
- Packages (AREA)
- Rigid Containers With Two Or More Constituent Elements (AREA)
Abstract
A container (100) for a prefabricated building is disclosed. The container (100) is formed from components of the prefabricated building. The container (100) is built to substantially conform to standard shipping container sizes. Additional storage for some building components is preferably provided by attaching channel members (160) to the top of the container (100). Supports (142, 184) and a covering (150) for the additional storage space may be included. The additional storage space is preferably dimensioned to allow the container (100) to substantially conform to standard shipping container sizes.
Description
Invention field
The present invention relates to be used for the container of prefabricated transportable builidngs, wherein pre-fabricated building can be assembled with the member of being adorned in the container fully.
Background of invention
The container of pre-fabricated building is well-known.For example, U.S. Patent number 5,447,000 and 4,891,919 have described existing building container.As described herein, generally all be standard-sized for ease of transporting this class container.Preferably, container is the same with " high cube " container (for example 8 feet * 91/2 foot * 40 a feet) size basically.
A shortcoming of existing container system is, usually is difficult to the material that all are essential and all fills in a container.For example, additional roof material, piping material or other constructional materialss must separate transportation with the parts in the container or obtain separately.
Therefore, there is such or such shortcoming in existing container.
Summary of the invention
Target of the present invention is to overcome in existing equipment these or those shortcoming.
Another object of the present invention is to provide a kind of building container that transports, this container has standard shipping size and comprises the storage areas that is used for the annex material.
Another purpose provides building with the corner casting of container, and this foundry goods can be transported container easily with traditional haulage device, and forms a framework that is used for additional storage chamber.
Another purpose provides a kind of member of final building structure that only uses basically and forms the method for building with container.
Another purpose provides a kind of this building only forms building basically with proprietary parts in the container with building method.
These and all the other purposes are by providing a kind of container that is used for pre-fabricated building to realize, this container comprises the periphery box frame that is made of a plurality of pipe fittings; Be fixed on the framework to form the continuous basically panel of container side wall; Be fixed in the foundry goods in described framework bight; And be fixed in described frame roof to form the channel member of storing chamber.
The accompanying drawing summary
Fig. 1 represents the vertical view of building with an embodiment of container.
Fig. 2 represents the stereogram of building with the framing component of an embodiment of container.
Fig. 3 represents that building with embodiment of container, comprises additional storage chamber.
Fig. 4 represents building embodiment of container, represents lateral view of the present invention.
Fig. 5 represents the front exploded view of another parts of one embodiment of the invention.
Fig. 5 A represents the side-looking exploded view of another parts of one embodiment of the invention.
Fig. 6 represents the stereogram of one embodiment of the invention.
The detailed description of preferred embodiment
The present invention is self-enclosed rectangle shipping container 100, and this container can hold for building two-layer single household family's detached house or the two-layer pair of necessary whole parts of family house.Shipping container 100 has galvanized metal cover plate (for example 150) in its outside.Container 100 is formed by two longitudinal side walls 104,106, two end walls 114,112, top and bottom.Each longitudinal side wall 104,106, top and bottom are rectangle, and its length is 20 feet or 40 feet.The periphery of each top, bottom, longitudinal side wall 104,106, end wall 114,112 by hollow, width is approximately three inches square-shaped metal pipe and forms.As an alternative, periphery can form with the metal framework (for example, width is different from 3 inches I or L-shaped section, perhaps other form section bar) of other shape.Container has six sides, and there are four square pipes (for example 120,122,124,124) neighboring of each side.So the periphery of container is formed by 24 elongated positive square tubes.
I-type beam or L-type beam that longitudinal side wall 104,106 and top and bottom respectively have many square-shaped metal pipes to constitute are pressed predetermined space and are extended between the periphery pipe.On I-type beam that the square-shaped metal pipe constitutes or L-type beam, place and be fixed with the clamping plate parts.
Corner casting (or angle joint) 130,132,134,136 is fixed in eight angles of container.Each corner casting can comprise some holes, for lifting with container is anchored on usefulness on other container of trailer, ship deck or stacking.Each corner casting can (be used bolt) indirectly and be fastened on the container 100, for example, and by a pair of gusset.
Gusset can be half inch thick steel plate, is welded in corner casting 130,132, on 134,136.Form an angle of 90 degrees between gusset is mutual, and have some holes corresponding to the hole that is arranged on the three inches square pipes in container 100 bights.Specifically, each top corner casting 130,132 all has the gusset of band upper hole.At one of upper hole of gusset corresponding to the hole that is formed on the container roof.Another upper hole is on another gusset, and corresponding to the hole on the end face periphery that is formed on container 100 roofs.One of gusset comprises a base apertures again, is suitable for being fastened on longitudinal side wall 104, the 106 vertical square tubes of container 100 ends.In case corner casting 130,132,134,135 unload from eight angles of container, and container still is an enclosed construction.Even corner casting unloads, a plurality of bolts vertically end wall are fastened on top and the floor, bottom,
The sewer of container and feed piping are easy to act as building most and are installed on-site the time, if but needs are arranged, electric wiring can be pre-installed on the wall body parts basically.
Filling after the member that forms pre-fabricated building when container 100, longitudinal side wall is fixed on top and the bottom part massively by a plurality of bolts that pass square tube.
After container 100 transported the destination to, container 100 was placed on the basis of building up on-site in advance.The basis can be various building foundation known in the art, for example, and the concrete of pouring, platform and Li Dun, metal framework etc.For the embodiment that comprises the metal framework basis, the metal framework basis can comprise the many positive square tubes that are placed on the concrete footing.Positive square tube in container 100 bottoms is welded on the metal framework basis.In another kind design, permanent basis is made up of concrete and the bolt that protrudes upward from concrete.In this example, the bottom of container 100 is provided with a plurality of through holes, the bolt that protrudes upward with admittance.Any situation after being fastened on the basis, is removed corner casting 130,132,134,136 to container, and longitudinal side wall is fastened on the bolt of top and bottom and removes at next step.Longitudinal side wall 104,106 is opened then, tears open on-site from container place far away, and lies on the basis in suitable a bit in evening.These longitudinal side walls are preferably in the welding of two edges, bottom, to form the lower floor of house.And then two longitudinal side walls 104,106 respectively have a vertical wall (inwall) 102,108 of placing in container 100, and its length length with longitudinal side wall 104,106 basically is identical.Inwall 102,108 is positioned at each side, container 100 tops, together with container 100 tops, finally forms the upper floor of house.The outer wall of container takes off from container then, and after floor, house bottom constituted, outer wall was arranged on the bottomland panel area, thus ground, the top of support container plate portion.
Building is illustrated among Fig. 1 with one of embodiment of container, the figure shows the vertical view of container when partly packing building component into.Only described a kind of layout of packing building component among the figure; Other layouts also are possible, and can be designed to hold needed building component.Preferably, finishing whole the essential parts of house can all be packaged in the container 100.For example, floor panels parts, body of wall, window, roof stanchion and other materials are all preferably packed and are formed container 100.As shown in Figure 1, be near the mark the substantially size (for example 8 feet * 8 feet * 40 feet) of container of container 100, perhaps high cube Container Dimensions (for example 8 feet * 91/2 foot * 40 feet), wherein any one all can pass through truck, railway, seagoing vessel, or other known way transportations.
In one embodiment, container comprises " length " wall (or longitudinal side wall or " element ") 104,106.Inwall 102 and 108 is placed on the back of container 100 inner longitudinal side walls 104,106.Preferably, each element 102,104,106 and 108 includes continuous basically building component (or single-piece entity panel), and takies the length of whole container.For example, element 102,104,106 and 108 can comprise the body of wall (for example, framing stud, insulation materials, dry wall etc.) that is made of the typical building material.Other building component preferably is packaged in the space between element 104 and 108.For example, the wall panel of other moulding in advance, window, door and other building component can be packaged into parallel to each other basically, and are in the space between 104 and 108.In some embodiment are arranged, the wall panel of moulding in advance, window, the building component on door and other basic plane is preferably packed like this, promptly reserves vacant space 110 in the front portion 112 of container 100.Space 110 other constructional materials of can preferably packing into.
The front portion 112 of container 100 and rear portion 114 preferably consist essentially of the framing component of rigidity, with the globality of reinforcement, and help the transportation of container 100.Fig. 2 represents one embodiment of the present of invention, comprises steel framework member 120,122,124 and 126.Framing component 120,122,124 and 126 preferably include and have the roughly member that is essentially similar beam (or beam shape) of L-tee section, can make container 100 remain rectangle case shape.Other cross section also is possible.Framing component 120,122,124 and 126 preferably include a system that framing component is fixed in container.For example, framing component 120,122,124 and 126 can comprise several holes, to be suitable for set bolt, screw, nail or other securing member.
Preferably, container 100 comprises the socket that is suitable for typical haulage device interface.For example, steel casting 130,132,134 and 136 can be installed in framing component 120,122, on 124 and 126.Foundry goods 130,132,134 and 136 can be installed in framing component 120,122 in any suitable manner, on 124 and 126.For example, steel casting 130,132,134 and 136 can weld, bolted on connection, screw connects or other suitable manner is installed on the framing component.On the other hand, some framing component 120,122,124 and 126 can form integral body with the foundry goods of installing.Foundry goods 130,132,134 and 136 preferably include slit, and hole or depression etc. are so that with common haulage device interface butt joint.For example, foundry goods 130,132,134 and 136 can comprise slit, upgrade container 100 so that shipping hoist lifting hook or fork truck perching knife are stretched into.As an alternative, foundry goods 130,132,134 and 136 can comprise ledge or cross bar, so that with the combination of common haulage device interface.Preferably, foundry goods 130,132,134 and 136 also can work in coordination so that a plurality of container stacking.
Foundry goods 130,132,134 and 136 preferably can embody the present invention on the other hand, promptly form an additional storage chamber, when it is placed on the top of standard container (for example 8 feet * 8 feet * 40 feet), standard container is converted to high cube container (for example 8 feet * 91/2 foot * 40 feet).On the other hand, also can on the top of a non-standard container, add one and store chamber, make it become standard container (for example 8 feet * 8 feet * 40 feet).Fig. 3 represents an embodiment of container 100, comprises an additional storage chamber 140 that forms with foundry goods 130 and 132 cooperations.Preferably, foundry goods 130 and 132 size should make the general shape size of container 100 be no more than standard shipping container (for example high cube or superelevation cube).
Fig. 5 represents the front elevation drawing of another parts of one embodiment of the present of invention.Storing chamber 140 preferably can form jointly with channel member 160.The shape of channel member 160 and the mode that is installed on container 100 should make it form chamber 140.For example, channel member 160 can comprise having roughly square C-shape, L-shape, Z-shape, straight member I-shape or other cross section (Fig. 5 A describes one of them example, and Fig. 5 A is the decomposition side view of channel member 160).Channel member can suitable manner be installed on the container 100.For example, channel member 160 can be used bolt, and screw or power drive securing member are fixed.Other mounting means is also possible, for example powder sintered securing member or welding.
As shown in Figure 3, the additional chamber 140 of storing preferably is formed on container 100 apex zones.In some embodiments, Fu Jia panel 141 can be used as the additional cover plate of storing chamber 140.Panel 141 can comprise plank, clamping plate, timber, composite panel, sawdust board, metal sheet roof covering or other rigidity constructional materials.In some embodiments, be preferably panel 141 supporter is set.For example, a middle supporter 142 can be set.Supporter 142 preferably includes additional useful constructional materials.For example, supporter 142 can comprise 2 * 8 timber.
An embodiment of Fig. 4 display set vanning 100 is lateral view of the present invention.As shown in the figure, store chamber 140 and can cross over container 100 whole length.Preferably, store chamber 140 and can pack additional constructional materials, so that finish pre-fabricated building.For example, pitch roof gillis, fiberglass insulation, floor cover and other material can be packaged in to be stored in the chamber 140.
Embodiment for some container 100 preferably is used for providing protection to container under disadvantageous weather and ambient condition.For example, container is under the condition of transporting on the seagoing vessel, and the better preserved container is not corroded by seawater and marine air.One embodiment of the present of invention provide protective cover 150 in container 100 outsides.Selecting for use of protective cover (or " overburden ") 150 is the potential danger that runs into when the delivery container 100 in order to prevent.For example, protective cover 150 can be No. 30 standard metal thin plates, to be fixed on the end face of container 100, bottom surface and each side.Can suitable method fix for selected overburden 150.For example, metal sheet roof covering overburden 150 can be fixed as the suitable securing member of screw and so on the powder sintered pin of low speed and packing ring or other.
Fig. 6 represents the stereogram of one embodiment of the invention.As shown in the figure, container 100 can comprise that additional structural support member 184 is to increase structural integrity.Structural support member 184 can comprise any suitable material, and preferably can utilize in the pre-fabricated building general assembly.For example, support member 184 can comprise flat steel, and perhaps timber can be used for general assembly or supporting structure in pre-fabricated building.Be illustrated in figure 6 as anterior 112.As shown in the figure, anterior 112 can comprise opening 180, can pass in and out container 100 by this opening.Preferably, opening 180 can be set up door (for example Qianmen and so on) for the pre-fabricated building of finishing.
Consider that from explanation and practice that the present invention is disclosed other embodiments of the invention or purposes are conspicuous for the dealer that is expert at one's trade.This explanation and example should be only as exemplary paying attention to.Scope of the present invention is limited by claims only.
Claims (4)
1. container that is used for prefabricated building structure comprises:
The one periphery box frame that constitutes by multiple tubing element;
Be installed on the described framework to form the continuous basically panel of described container side wall;
Be fixed in the foundry goods on the described frame corners; With
Be fixed in described frame roof to form the channel member of storing chamber.
2. one kind forms the method that pre-fabricated building is used container, comprising:
Make the framework of a periphery box-shaped with multiple tubing element;
Prefabricated building component is assembled into roughly rectangular framework, and puts it in the described framework;
Roughly continuous panel is fixed on the described framework to form described container;
Foundry goods is fixed on the angle of described framework;
Channel member is fixed at least the end face of described framework;
Between described channel member, form storage space, can pack building component in the described storage space.
3. the method for structure member of a transportation prefabricated building structure in container, described container comprises:
A) a periphery box frame that comprises multiple tubing element;
B) be fixed on the described framework to form the roughly continuous panel of described container side wall;
C) be fixed in foundry goods on the described frame corners; And
D) be fixed in described frame roof to form the channel member of storing chamber;
Described method also comprises:
I) structure member is packed into described box frame and storing in the chamber; And
Ii) the destination is arrived in described containerized traffic.
4. container as claimed in claim 1 is characterized in that, comprises that the container appearance and size of storing chamber is no more than high C cube case or superelevation C cube case.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10926898P | 1998-11-20 | 1998-11-20 | |
US60/109,268 | 1998-11-20 | ||
US09/442,479 US6463705B1 (en) | 1998-11-20 | 1999-11-18 | Container for prefabricated transportable buildings |
US09/442,479 | 1999-11-18 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1357073A true CN1357073A (en) | 2002-07-03 |
CN1134579C CN1134579C (en) | 2004-01-14 |
Family
ID=26806804
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNB998135003A Expired - Fee Related CN1134579C (en) | 1998-11-20 | 1999-11-19 | Container for prefabricated transportable builidngs |
Country Status (9)
Country | Link |
---|---|
US (1) | US6463705B1 (en) |
EP (1) | EP1141502A4 (en) |
CN (1) | CN1134579C (en) |
AU (1) | AU765835B2 (en) |
BR (1) | BR9915522A (en) |
CA (1) | CA2351559A1 (en) |
HK (1) | HK1044978A1 (en) |
NZ (1) | NZ511637A (en) |
WO (1) | WO2000031362A1 (en) |
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-
1999
- 1999-11-18 US US09/442,479 patent/US6463705B1/en not_active Expired - Fee Related
- 1999-11-19 NZ NZ511637A patent/NZ511637A/en unknown
- 1999-11-19 BR BR9915522-2A patent/BR9915522A/en not_active IP Right Cessation
- 1999-11-19 CN CNB998135003A patent/CN1134579C/en not_active Expired - Fee Related
- 1999-11-19 CA CA002351559A patent/CA2351559A1/en not_active Abandoned
- 1999-11-19 WO PCT/US1999/027437 patent/WO2000031362A1/en not_active Application Discontinuation
- 1999-11-19 AU AU17376/00A patent/AU765835B2/en not_active Ceased
- 1999-11-19 EP EP99960499A patent/EP1141502A4/en not_active Withdrawn
-
2002
- 2002-08-29 HK HK02106396.5A patent/HK1044978A1/en unknown
Cited By (8)
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CN103221621A (en) * | 2010-11-24 | 2013-07-24 | 渡边劝 | Connection method for container-type unit building |
CN103221621B (en) * | 2010-11-24 | 2015-04-22 | 渡边劝 | Connection method for container-type unit building |
CN102438924A (en) * | 2011-06-22 | 2012-05-02 | 华为技术有限公司 | Container type refrigerating system |
CN102438924B (en) * | 2011-06-22 | 2013-10-09 | 华为技术有限公司 | Container type refrigerating system |
US9574813B2 (en) | 2011-06-22 | 2017-02-21 | Huawei Technologies Co., Ltd. | Container-type refrigeration system |
CN103061539A (en) * | 2012-03-22 | 2013-04-24 | 胜狮货柜管理(上海)有限公司 | House case structure |
CN104499567A (en) * | 2014-12-18 | 2015-04-08 | 东南大学 | Frame structure, frame structure assembly and prefabricating and constructing methods of frame structure assembly |
CN114109087A (en) * | 2021-12-08 | 2022-03-01 | 张跃 | End frame structure, die carrier and transportation/construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
NZ511637A (en) | 2003-06-30 |
HK1044978A1 (en) | 2002-11-08 |
EP1141502A4 (en) | 2003-01-29 |
WO2000031362A1 (en) | 2000-06-02 |
EP1141502A1 (en) | 2001-10-10 |
AU765835B2 (en) | 2003-10-02 |
US6463705B1 (en) | 2002-10-15 |
BR9915522A (en) | 2001-10-16 |
AU1737600A (en) | 2000-06-13 |
CA2351559A1 (en) | 2000-06-02 |
CN1134579C (en) | 2004-01-14 |
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